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Home My WebLink Aboutprodct approvalarida l3tjilding `rode Online https //www,floridabuilding.org/pr/pr_app dtl.a-spx?param=wGE�'X... l 14 I .[ t �'} a Bcis H©rm Log In ty:Rr "PgrSYra1WI Fbt T4pks S%JtIME 5trrtrurrge $tats & Fa[t5 PUW� tions F3C Stag BC15 91te p0ap 9Jnks Sea Ch Busini{ ess 3 ' �N'ti$fOifGC$ Ap}�YOVdI # 9ollessio a 1`- GSER: Putts User ... Pmcieect sgrcval F9_g53u a Vmtitl_+ fir. h3yR. 8T1po SN7_7 q s t\M � cn) trc > Apptm'tinea Detail FL "• FL16049-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived product Manufacturer TRI -BUILT Roofing Products Address/Phore/Email 9050 Louisiana Street Merrillville, ?N 46410 (201) 842-2449 david. ruiz@tribuiltmateriaisg roup.com Authorized Signature David Ruiz david., ruiz@tritsuiltmaterialsg roup. corn Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, N) 07073 (201) 842-2449 david _ruizC? tribuiitmate riaisg roup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory underlaaments Compliance Method Evaluation Report from a Florida Registered Architert or a Uce,"sed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By john W. Kneaevich, PF Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year of Standard) 4;=_R3 CG>1 Z015�J__.�-ti1 Pl€erirten.Qf Stan fi$FCi ASTM D1970 ASTM G15- FRSA/TR1 April 2012 (04-12) ,AS 103 Yea: r 2009 2005 2012 1995 5/24/2016 9:58 AM 1 of 2 - -- .odda wilding Code Online }equivalence of Product Standards Ce(tlhed By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products https.//wwwf1oridabuilding.olrglpr/pr_app_dtl.aspy-?param=wGEVX -. Method 1 Option D 10/08/2015 10119/201S 10/21/2015 12/15/2025 FL # Model, Number or Flame Description 16048.1 TRI -BUILT Roof Underiayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ, No ,_u 20,15 1{3 F LAL ER T,Pi. Approved for use outside HVHZ: Yes - =! AYMENTSFL16048-R?.pdf Impact Resistant. N/A Verified Ey: Robert Nierninen PE -69166 Design Pressure: +NJA/-45 Created by independent Third Party: Yes Other, 1,) The design pressure noted herein pertains to use Evaluation Reports of foam -on the systems overtop the self -adhering rl4 .r48 R.3_AE 201 10 INAL`ER^wP_4 undedayMent for one particular appkation. 'See Ell Section ;yi+;uEP.LAYMEPrT . =L,1 SC,4a-k' 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use - cgatW. Us ;:3.24.4 htiiM.Mrattroe 5t t. Tatatr - M F 323 .4 Phone; 850a8Z,:-1.$Z4 The State of Fbdida:s an AWfEO emPioer.&49Yt1t1L2kU72Qis�ta_S.e:�brlQ�: ; � ?Sls!:Sx S.e:A�pi =: AC.4.e5*bl14a.3aau1PF-pt :: t3eil!M_5t�temcrn Linder Florida taw, emal addresses are public. records. If you do tit want your a -mag addle$ released In response to a Wjbk-reewds request, do not send electronk mal to th5 eatTry. instead, contact the office by phone or by tradRional mal. 8 you have any questions. please contact 850.487.1395. 'Pursuant to section 955.275(1), Florida Statutes, ef€Rdive 0, toter 1, 2012, kenspes tensed under Chapter 455. F5. must provide the. Department w1h an email address r they have one. The emaffi provided may be used for oftlat communkation AM the Nance. However emal addresses are pubk record. rt you do not wth to suppy a personae address, please provide the Department wRh an emal address which ran be made avaflabk to the pub]k. To determine If you are a (pensee under Chapter 4 S5, F.S., please rlkk heM. P.rodudapproval Ar—pis: r l ii i 11't'l:rli t 2 Of 2 5124/2016 9:58 AM EVALUATION REPORT Allied Building Products Corp. dba TRI -BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 EXTERIOR RESEARCH & DESIGN, LLC. Certiftccte of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (2173) 2.62-9243 Evaluation Report A4296€I.10.12-R3 FL1€048-R3 Date of Issuance: 10/25/2012 Revision 3: 10/08/2015 SCOPE: This. Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida_ The documentation submitted has been reviewed by Robert Nieminen, P -E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5111 Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: i abeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity(ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request„ a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the )tab site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59156, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. S. Robert Nieminen, P.E_ does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P,E, does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5, This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. f -*%7 . �'r.;-: :'�-µ •' .`Y�� The iacsirriEe seal appearing was authcnxed ay Robert NT-minen. ;,;..,-t , f.s_ pn 1DNU2075. This dp8s not fierce a, an e$Wrankally signed ducumuni. Signed, seated hardcapies have been transmitted mthe Product Appr—i Adm inrstraf—d m the named diem CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. S. Robert Nieminen, P.E_ does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P,E, does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5, This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. SCOPE. Product Category: Roofing Sub -Category: underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, have demonstrated compliance with the fallowing sections of the Florida Building Code through testing in accordance with the following Standards - Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS - Section Property Standard Year 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM 01970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G1SS 2005 1507.3.3 Installation Practice FPSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TA5 103 1995 I REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/1912013 ERD (TST6049) Physical Proper;es S4DS40.11.13 11/19/2013 ERD (T5T6049) Physical Properties S40S40.03-14 03/26/2014 ERD (TST&049) Physical Properties $44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04°02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.144 04/10/2014 ERD (T5T60491 Physical Properties 543530.02.14-1-111 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (T5T6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST60491 Accelerated Weathering SC8520.04-15 05/27/2015 UL, LLC. (QUA9525) Quality CcntroI Multiple -Listing 815814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCT D€SCRiPTION: 4.1 Self -Adhering Underlayments. 4.1.1 Tri -Built Sand -R SA Shingle Underiayrnent is a self -,adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof undedayrnent, with a 36 -inch sheet width. 4-1.2 Tri -Built 5/A HT TU Underlayrnent is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT S/A Undertayment is a self -adhering, glass -mat reinforced, film -surfaced, 585 modified bitumen roof underlayment. S. LI1VlITATION5: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project an which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance uniess retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Uterior Research and Design, tLC Evaluation Report MZ950.10.12-R3 Certificate of Au thorizadan #9563 FLIWK— R3 Revision 3: 10/08/2015 Page 2 of 5 5-4 TPI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FSC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the undertayments are as follows: TABLE 1: RooF CovE[i op-norti5 Underlayment I Asphalt Shingles Nall -On Tile Foam -On Tile Metal Wood Shakes State --- I & Shingles I Tri -Built Sand -R SA shingle f Underlayment { Yes No No No Yes { Yes 5/A HT TU ~.Yes -Tri-Built UnderlaymentYes I Yes see S.S-1 Yes Yes Yes Tri -Built smooth HT S/A Underlayment Yes E No No Yes Yes Yes 5.5-1 "Foam -On Tile" is limited to use of the following Approved file adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. i Tri -Built S/A HT TU Underlayment with 31M'" 2 -Component Roof Tile Adhesive AH -160 (FL6332) or Dow TileBand— Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: S.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT 5/A Underlayment applied to: Plywood; ASTM D41 primed plywood; 058; ASTM D41 primed 056; ASTM 041 primed structural concrete. While not required over plywood, 0513 or Southern Yellow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self - adhering underlayment- 5.6.2 Fond -to -insulation: Tri -Built S/A HT TU Underlayment applied to: :�, Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on the systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.6.3 Bond to Mechanically Attached Base Layer: Y ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements- For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12). Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R3 Cer6 trate of Aatha4zation 49503 FL1604&R3 Revision 3: 10/08/2015 Page 3 of 5 T QM!}ER 5.6.4 Wind Resistance for Underly.rnent S stenjs in Foam -On Tile A lications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on file systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based an allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1SO4.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure = -45.07 psf. Deck: Min, 15/32 -inch plywood to meet project requirements to satisfaction of AHj. Primer: (Optional) ASTM D41 Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.7 fxsosure Limitatie� 5-7.1 Fri-Bullt Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30 -days after installation 5.7.2 Tri -Built S/A HTTU Underlayment shall not be left exposed for longer than 180 -days after installation. 6. INSTALLATION, 6-1 TRE -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten arra loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prune the substrate (it applicable). 6.3 Tri -Built Sand -R SA Shingle Underla menY Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT SA Underlayment: went: 6.3-1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI -BUILT recommends priming the deck if the Anal roof rover is not stated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, 'peel -off the release filen diagonally white holding the membrane tight, Firmly roil the membrane into place to achieve a bond. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the Overlap area at the top of the sheet at 12 -inch o.c, For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward, 6.3-3 Tile AaPlii_cations (Tri -Built S/A HTTU Underlayment only): Reference is made to FRSA/TRI April 2012 {G4-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Exterior Research and Design, LM Evaluatlon Report A42960,10.22 R3 GerVfkcnre of Autharfaatian #9503 EL16048-R3 Revision 3: 10/08/2015 Page 4 of 5 TRNTY D 7. BUILDING PERMIT REQUIRE ENTs: As required by the Building Official or Authority Haring Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS' Contact the noted QA ageney for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASsuRANCE ENTITY; LK, LLC QUA9625; (314) 57$-3406; k.chancel lor@us,u 1. con-, - END Of EVALuATION REPORT - Exterior Research and Design, LLC. Evaivatian Report A429E0.1{}.12 R3 Certifteore pf Aiahofi;prion g9soB FLIS048-R3 Rewi5ion 3:10/08/2015 Page 5 of 5 BCLS Home Log In User Registration Nat Topics Suhmit Surdharge db°� Product Approval '3 r t)SM Public user a r.. Zachary R. Priest the Evaluation Report Stats @ FaCti Publications rBC Staff BCLS Site Map Links Search arvgtm: l_.Ap;?rvvai R9rn:i >P:_a�'.'.tKAt nr::aczro 5eerch S Lwrnca'vpi o_:.vt r ApgliIMion Detail A. FL # FL18355-R2 Application Type Revsslan Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tam ko.com Authorized Signature Kerri Eden kern edenOtamko.com Technical Representative Address/Phone/Email. Quality Assurance Representative Address/Phone/Email Category Roofing 5u7category Asphalt Shingles Compliance Method Eva€uatmn Report from a Ftorida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden .. Validation Checklist - Hardcopy Received Certificate of Independence i';:55 K.? CCS'_TBP1507 2 r- C 14 P u ` E alalu €I �hii_r,,_ies igt Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7156 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 1995 Product Approval Method Method 1 Oprion D Date Submitted 12/1512015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2015 Date Revised 05/09/2017 Summary of Products FL * Madel, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ.. Yes - - Approved for use outside HVHZ: Yes — -- _...-----_--'.- -- Impact Resistant: N/A Verified 6y7 2a&ary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports Created byIndependentThird Party_ Yes Contact Us _: 2603 Blair tone Read. Tallahassee FL 32399 Pho.nt 850-487-182, The State of Honda is an AA/EE-0 employer. Copyright 2007-2033 State of Fiarida- :: Privacy Statement :- ACtess Milt r Statement : ; Re Fund Statement Under Florida law, email addresses are publicrecords. if you do not want yo4r e-mail address reieasecl in response to a pub':ic-records repues-, do not send electronic mail to this en:lty. Instead, contact me office by phone or by traditienal maul. If you have any gte5tions, please contact 850.487.1.395. •Pursuaot to 5sctrbn 455-2"a (1), Ftorida Statutes, effective October 1, 2012, Iicensew licensed under Chapter 455, F.S. must provide the Department with an email address d they have ore. The email5 provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply A pCrSanal address, Please Provide the Department with an emeii address v+h ich can be made availaUle to the puhlic. To determine if you are a licensee under Chapter 455, F.S., please click hem - Product ,Aw,pp�p}roval Accepts: El M Crede, Card §�fe Certificate of Authorization No, 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SER n!C-, , LUC (813) 480-3421 EVALUATION REPORT Manufacturer: TAMKO 131 -1,11 -DING PRODUCTS 220 West 4'" Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, Mid Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE FLORIDA BUILDING CODE 5T" EDITION (2014) Issued December 14. 2095 Category. Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2-5, 1507.2.7.1, 15216.5. 1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES E"- Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1955 PRI Construction Materials Technologies (TS55878) TAP -051-02-01 TAS 100 1995 PRI construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 FRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -1 17-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS #00 1995 PRI Consiruction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies; TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTIVI D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) OSNK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d U1, LLC (TST9628) 06NK0389B ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) OSCA59132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 UL LLC (TST9628) 10CA50498 ASTM D 3462 ASTM D 3462 2009 2009 UL LLC (TST9628) 10CA664882 ASTM D 3161 2009 UL LLG (TST9628) 11NK14014 ASTM D 3161 2009 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (7ST9628) 4787148748 ASTM D 7158 20084 ASThI D 3161 2003 ASTM D 3462 2009 THP15001.2 FL18355-R2 Pagel of 11 This evaluation report is provided For State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SEF VICES. I..L PRODUCT DESCRIPTION Elite Glass -Seal@ (Frederick, Joplin & 12-1,4" x 36", ASTM D 3161, Class F and ASTM 1) 7158, Class H seif-sealing, 3 -tab aspha9t shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa; ceramic granules complying with a ASTM D 3462. -lass-Seal (Frederick & 12-1(4" x 36" ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on Moth sides with asphalt and surfaced vaith Tuscaloosa) ceramic granWes complying with ASTM D 3462_ Mass -Seal 12-1/4'x 36", ASTM D 7156, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) gnat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only - Heritage ®R (Dallas, Frederick, 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1,14" x 39-318", ASTM D 3161, Class F and ASTM D 7158. Class H fiberglass (Dallas, Frederick, Phillipsburg 8. reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3452. Tuscaloosa' Heritage(R) Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Glass H fiberglass reinforced; (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ VintageCD 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced. (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced. laminated architectural asphalt shingle suraced with mineral granules complying with ASTM D 3462. Heritags2, Woodgate 12" x 36-318', ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced. hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vinfaget3 Hip and Ridge 12" x 12", ASTM D 3161, Glass F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TSP15001.2 FL 18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61-20-3_ The manufacturer shall rout`s- CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t cHNiCAL. SERVICES, LLC CREEK INSTALLATION Elite Glass -Seale Basic Wind Speed (Vat): (Frederick, Joplin & Basic Wind Speed (VaA)! Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Llnderlayment: Min. slope: Installation (HVHZ): Instalfation (Non-HVHZ): Nailing Area TAMKQ BUILDING PRODUCTS Asphalt Sbingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in_ plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. 6S8 existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements, Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-118 inch exposure in accordance with IAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. installed with 5 -118 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Mail Pattern" or `6 Nail Pattern" detailed below, t r! - Figure 1. Elite Glass -Seal & Glass -Seal 4 mail Pattern (Non-HVHZ only) _71W 5-1/8" Batt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Pail Mattern 5-118" TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall nof'tfy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which [his report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attrbutes that are not specifically addressed herein. GCREEK - TECHMCAL SERV Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Babas, Frederick Phillipsburg &. Tuscaloosa) & Heritage@ Woodgate (Dallas & Frederick) 6-1/8" TAIVIKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max, 150 mph In accordance with FBC requirements; Solidly sheathed min_ 19/32 in, plywood or wood plank for new construction; linin. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; thin. 7;16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FSC requirements. Refer to the manufacturer's applicaVon instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installed with 5-5/8 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern:" or "6 Nail Pattern" detailed below. FASTENERS , NAIL ZONE OMMON BON[ EhPOSU RE E-6/8" 1 sa �— 12-112" 12-3,1$r' 1 ' 1 2-1 /2`-� �"1" Figure 3. Heritage(), Heritage& Premium, and Heritage@ VWoodgate (Dallas) 4 Nail Pattern (non-HVHZ only) 6. NAIL ZONE COMMON BOND IE 5-518" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP150011.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Ririe 61 G20-3. T rie manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaivatior report does not express nor imply warranty, instatlation, recommended use, or other product attributes that are not specifically addressed herein_ 1CF-S. Ll.... Basic Wind Speed (V,,u)_ Basic tillsnd Speed (V11d) Deck (HVHZ): Fleck (Non-HVH`): UnderlayrnenL -Mn. slope: Installation (t-IVHZ): Installation (Non-HVHZ): TAIVIKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max, 150 mph In accordance with FBC requirements; Solidly sheathed min_ 19/32 in, plywood or wood plank for new construction; linin. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; thin. 7;16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FSC requirements. Refer to the manufacturer's applicaVon instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installed with 5-5/8 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern:" or "6 Nail Pattern" detailed below. FASTENERS , NAIL ZONE OMMON BON[ EhPOSU RE E-6/8" 1 sa �— 12-112" 12-3,1$r' 1 ' 1 2-1 /2`-� �"1" Figure 3. Heritage(), Heritage& Premium, and Heritage@ VWoodgate (Dallas) 4 Nail Pattern (non-HVHZ only) 6. NAIL ZONE COMMON BOND IE 5-518" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP150011.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Ririe 61 G20-3. T rie manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaivatior report does not express nor imply warranty, instatlation, recommended use, or other product attributes that are not specifically addressed herein_ CREEKTAMKO BUILDING PRODUCTS _rECHNICAL SERVICES. LLC Asphalt Shingles (SAIL ZONE/ COFVIMON BOND VIPOSLIRE 5 518^ . j � 7-112+7-lj2'+7-3/8+1-1/2+7-1/2401 �— 1 Figure 5. Heritage@ Woodgate 6 Nail Pattern FASTENERS- Common Bond 7 Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAI NT 7-7/8" ------- ------------------------ -------- ----------- - ---- - ---- -NAIL ZONE --�EDGE OF COMMON Y BOND EXPOSURE 6-5/811 ACCEPTABLE 4 --.-FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF -------------- ,- --- --Z- - __ COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL1835.5-R2 P30L 5 of I I This evaluation report is provided 'or State of Florida product approval under Rule 61 G20-3. The manufacturer shelf notify CREEK Technica! Services, LLC of any product changes or Quality assurance changes throughoui the duration for which this report is valid. This evaluation report does not express nor imply warranty. instailation, recommended use, cr other product attributes that are not specifica4y addressed herein. us Ln LU FASTENERS- Common Bond 7 Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAI NT 7-7/8" ------- ------------------------ -------- ----------- - ---- - ---- -NAIL ZONE --�EDGE OF COMMON Y BOND EXPOSURE 6-5/811 ACCEPTABLE 4 --.-FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF -------------- ,- --- --Z- - __ COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL1835.5-R2 P30L 5 of I I This evaluation report is provided 'or State of Florida product approval under Rule 61 G20-3. The manufacturer shelf notify CREEK Technica! Services, LLC of any product changes or Quality assurance changes throughoui the duration for which this report is valid. This evaluation report does not express nor imply warranty. instailation, recommended use, cr other product attributes that are not specifica4y addressed herein. CREEK TF-CHt*I!CAL SERVICES. LLC Heritage@ Premium Basic ;Mind Speed ('V,,,,). (Frederick) Basic Wind Speed (Vzsd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): PASTE TAMKQ BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FPC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15182 in. plywood existing -construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21.12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation tnstruotians. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in_ exposure in accordance with FSC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattern" detailed below. NAIL ZONE' COMMON BOND �EXPt�StiRE 1'r Figure 8. HeritagetJ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL_ ZONE' FASTENERS CONIN7ON BOND 7 =�z A--� �"ffr— / EXPt?SURE 5" Figure g. Heritage®Premium (Frederick) 6 Nail Pattern TSP15001.2 SL18355-R2 Page 5 of 11 This evaluation report is provided for State of Flohda product approval under Rule 61G20-3. The manufacturer shall nilly CREEK Technical Services, LLC cf any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply vwarranty, installation, recommended use, or other product "Unbutes that are n,i specif;catly addressed horem- A -- TEcHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Saeed (V,,et): (Frederick) Basic Wind Speed (V,,d): Deck (Non-HVHZ): Underlaymertt: Mjn. slope: Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 159 mph In accordance with FBG requirements: Solidly sheathed rain. 15132 in. plywood or wood plank for neve construction; Min. 7116 in. OSB existing construction. In accordance with FSC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "a bail Pattern" or "6 Nail Pattern" detailed below, NAIL ZONE/ COMMON BOND 5-192" I Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) HIAM, Acwt r1i2" FEXPOSllRE 5'' 1 �i� � ��FI F.Ii Ji.7 s.7f4FI�.7` i�•�£LII � ��ii Figure 11. HerltageQ Woodgate (Frederick) 6 Nail Pattern tdAIL ZOITE` MIAMI 80[Z TBP15001.2 FL 8355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval urger Rule 61 G20-3. The manufacturer sha!i notify CPEEK Technical Services. LLC of any product changes of quality assurance charges throughout the duration for which this report ;s Valid. This evaluation report dabs not express nor imply warranty, instaflation, recomme ded use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. &..L Heritage® Vintage@ Basic Wind Speed (V,qt): (Phillipsburg) Basic Wind Speed (Va,,f): Deck (HVHZ): Deck (Non-HVHZ); Underlayment: Min. slope_ Installation (HVHZ): Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 191 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min_ 15/32 in. plywood existing construction. n accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood ;dank for new construction; Min. 7/16 in. DSS existing construction - In accordance with FSC requirements - 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in, exposure in accordance with RAS 115 and mi anufacturer`s published installation instructions_ Shingles shall be attached using °6 Nail Pattern" detailed below. Installed with 5 in_ exposure in accordance with F6C requirements and manufacturer's published Installation instructions. Shingles sha'il be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 12. Heritagee Vintage's 5 Nail Pattern (non-HVHZ only) ._ J 17-IfZ Lj Ilk 7-Yf---►71s.-; '1 P i6 if4' Figure 13. Heritage@ Vintage' 6 Nail Pattern TBR15001.2 FL18355-132 Page S of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, the manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (Vjt): Max. 194 mph Basic Wind Speed (Vaae): Flax. 15+3 mph Deck (HVHZ); in accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min_ 15132 in. plywood existing MnStructiGn. Deck (Non-HVHZ): In accordance with FBC requirements, Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min, 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-118 inch exposure in accordance with the FBC and manufacturer's published installation instruetiens. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here— . 'i Figure 1 �! Fastener / Figure 2 /rte, e \f }1•�'�,` Fastener . I Figure 3 1/4" Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Page 9 at 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration far which this report is valid_ This evaluation report does not express nor imply warranty, 'installation. recommended use, or other product attributes that are not specificalty addressed herein. K TAilfiKO BUILDING PRODUCTS Asphalt Shingles '¢ TECHNICAL SERVICES, LLC Vintage@ Hip & Ridge Basic Wind Speed (Vjr): Max. 194 mph (Phillipsburg) Basic Wind Spears (V„,„)= Max. 150 mph Deck (HVHZ): in accordance with FBC requirements; Solidly sheathed rain, 19132 in. piywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): in accordance with FSC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Instaflation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind `t �” exposure Start Figure 1 here 5 exposure 1" Fastener Figure 2 t-lgure ;3 Figure 15. Vintage(D Hip & Ridge (Phillipsburg) TBP 15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Tec 7nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. E�REEK TECHNICAL SERVR Et , LL UmITATIONS TAMKO SUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVH1Z. 4) Classification to ASTM D 7155 applies to exposure 8 & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions_ Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a duality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Cade 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. ,i`{1111f1tIE No 74021 =�. STATE OF 41J i 4� a` 0Ry� �. 8f• ....... �f0NAj 1t�.t CERTIFICATION OF INDEPENDENCE 2015.12.14 �- 13:44:19 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evalustion- CREEK Technical Services, LLC is not owned, operated. or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.2 FL18355-f22 Page 11 of t1 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wafranty, instaVation, recommended use, or other product attributes that are not specifically addressed herein. odda Bililding, `.;ode Online t https:/f«vw.fioridabuilding.org/Pr/pr_aPP_dt{.aspx'p-3ram=WG 'VY... C\n ai 4 �l fr Business Acis home tog in User Ragtstratirn clot lapics sunra surctwge stats & Facts PUbllratbns FBC Stan BGIS Site Map unt:s Search s`'1ProductApproval Professional � -:� --Ft: Pu4K User PmficrcS pisav_�I It.�nu > Pmr"uQ �_(yp ath� S@ 7r7 e np6i �t�ttn i.1�jt > APPSMUOn Getai FL # - FLJ.6048-R3 Application "type Revision Code version 2014 Application Status Approved Comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 0050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david.ruiz@tribuiltmateria isgroup.com Authorized Signature David Ruiz david. ruizip1tribuiltm ate riaisg roup. com Technical Representative David Ruiz Address/Phone/Small 250 :Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruizgtribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayrnents Compliance Method Evaluation Report from a Florida Registered Ari:MteCT or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or ArchitecL Narie who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By Sohn W. KnezeviM PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) FL16g4c R CC+i� 2Q15_'J-_%CI:Y tds T n,pdf Standard ASTM D1970 ASTM G 155 FRSA/TRI April 2012 (04-12) TAS 103 Year 2009 2005 2012 1595 5124/2016 9:58 AM I of 2 orida Building Code Confine Equivaience of Pmauct Standards Certified By Sections from the Code httpsl/www.floridabuilding.orgiprlpr_appj l.aspx?param=wGEVX... Product Approval Method (Method 1 Option 0 Date Submitted 10108/2015 Crate Validated 10/19/2015 Date Pending FBC Approval 10/2 11201 5 Date Approved 12/1512015 Summary of Products FL # Model, Nurnter or Name Destriptlon 16448.1 TRI -BUILT Roof Underlayments Seif-adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVH2: Na FL1604B F3 IL 2015 1Lr FINAL_ER 7RI- Approved for use outside HVHZ: Yes BW1,T !INDEPLAYMFNTS 1L15048-R3.Dd' Impact Resistant. NIA Verified By: Robert Nierninen PE -59166 Oeslgrt Pressure: +NIA/ -45 Created by Independent Third party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on file systems overtop the self -adhering G U, R Ar-- 201S 10 - FINAL =f' 'P-i- underlayment for one particular application. See ER Section b,! ,N„E ._ Y ENT 5.6 for details. 2.) Refer to Eft Section 5 for other Limits of Created by independent Third Party: Yes use. COntdC._US :: 19.q, Nnrth Hanc*w cr.,wr Tllahassee FL 32; Phone: 950 -t87 -1.82b The Slate of Florida is an kAlEE0 employer.SRPyC..C7JiQ7:2013.S1dL .p�r�hL ::� SSrr4S :: >4.ess6Rr Strq :: Rev]nr[f Sla[emenl Under Florida rain, email addresses are putAlc records, If you do not want your a-rna/adds released In respon" to a pubit-retards request, do not send electroak mal to Thy erlttty. Inslead, contact the office by phone or by tfadNronal mal. y you have any questions. please Contact 850.487.7395..P suant. to Sectloo 455.275(1), FbTMii Sta=es, er'r We Ocobet 1, 2012, licensees i rerned under Chapter 455. f.S, mlz,t provtle the Departmerit wth an ernai adire5.5 r they Rave one, The emals provided may be used for oftrrml communication ,arlh the pensee. However email addresses are public record, of you do not .vlsh to supply a personal address, please provide the Department withm emal addcess which Cvn be made avaiia a to the oubic. To datermine r you are a licensee under Chapter 455, F.S., please click lip . Product Appraisal Accepts: 1-:' ! 2 of 2 5124/2016 9-59 AM EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (2013) 262-9243 Allied Building Products Corp. Evaluation Report A42960.10.12 -R3 dba TRi-SUILT Roofing Products FL16048-R3 9050 Louisiana Street Lute of Issuance: 10/25/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 SCOPE: This Evaluation Repan is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volurne. The products described herein have been evaluated for compliance with the 5`� Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: Labeling shat# be in accordance with the requirements the Accredited Quality Assurance Agency noted herein, CONTMEDCOMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes, TrinityIERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity]ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through S. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No, 59166, Florida DCA ANE1983 +CERTIF€CATION OF iNDEPENDENCE: 1. TrinityltRD does not have, nor does it intend to acquire or will it scouire, a finan6al Interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ER© is not owner, operated or controlled by any company manufacturing or distributing products it evaluates - 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, 5. This is a building code evaluation. Neither TrinitylERD nor Robert {Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 4 v The facskmle seal appearing was autharued nY Robert Nieminen. This does nen serve as an N.en.nically signed documeni. Signed, sealed hwdcopies have been transmitted rn the Pmdu l App—ai Adrnirrlstnm. and Bothe named client +CERTIF€CATION OF iNDEPENDENCE: 1. TrinityltRD does not have, nor does it intend to acquire or will it scouire, a finan6al Interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ER© is not owner, operated or controlled by any company manufacturing or distributing products it evaluates - 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, 5. This is a building code evaluation. Neither TrinitylERD nor Robert {Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: I. SCOPE: Product Categnry: Hoofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the fallowing Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS' Section Property Standard Year 1507_2.411507.2,8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.7„ 1507.5.3, 1507.7.3 1504.6 AcceleratedWEathering ASTM G155 2005 1507.3.3 installation Practice FRSA/TRI April 2()121104-12) 2012 1523.6.5.2.1 Physical properties TAS 103 1995 I REFERENCES: Eq tti Examination Reference Date ERD (71ST5049) Physical Properties 540540.02.13-1 02/19/2013 ERCT (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 CRD (TST6049) Physical Properties 544870.04-14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (T5T6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 5435311.02.14-1-111 05,114/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02A5 02/13/2015 ERD (T5T6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL, LLC. (QUA9625) Ckual"lty Control !Multiple -Listing 816814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Con €rmation Exp. 10/16/2017 4, PRQDUET DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.2.1 Tri -Built Sand -R SA Shingle Underiayrnent is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified biturnen roof underlayment, with a 36 -inch sheet wfdth. 4.1.2 Tri -Built SIA HT TU Underfayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT 5/A Underfayment is a self -adhering, glass -mat reinforced, film -surfaced, 585 modified bitumen roof underlayment. 5, UmITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert N)eminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC Evaluavon Repart A42560_34.12 -R3 Certffirote of Authorftotion 99503 FL16048-l3 Revision 3: 30/08_/2015 Page 2 of 5 TRINITY ERS; 5.4 TRI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within F8C approval documents. If not listed, a request may be made to the AHI for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall -On Tile foams i]n %le Metal Wand Shakes Shingles & Shingles Slate i Tri-Suilt Sand -R SA Shingle Undarlayrnent ! Yes No Na No Yes I Yes Tri -built S/A HT TU �YeS Underlayment Yes Yes Yes Yes Yes See 5.5.1 Tri -Built Smooth HT S/A Underlayment Yes No No i Yes Yes Yes 5.5-1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided, r Tri -Built S/A HT TU Underlayment with 3M— 2 -Component Roof Tile Adhesive Ali -1.60 (FL6332) or Dow TileBond— Roof Tile Adhesive f FL717) 5.6 Allowable substrates are noted belowf 5-6-1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT 5/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood, 058 or Southern Yellow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Mote: TRI-BISILT requires tongue -and -groove board decking be covered with plywood or OSB prior to instaPa€ion of the self - adhering underlayment- S.6-2 Bond -to -Insulation: Tri -Built S/A HT TU Underlayment applied to: v {lens Deck Prirne; 5ECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 1.24, Appendix I. 5.6.3 Bond to Mechanically Attached Base Layer: :� ASTM D226, Type I or Il felt. For instaiiations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -ort the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (84-12). Exterior Research and Design, LLC Evaivation Report A42%0.10.12 -R3 [enJfkvte of AuthaiizoGon #9503 FL16048- R3 Revision 3: 10/08/2015 Page 3 of 5 5.6.4 Wind Desistance fpr Underly went S sterns in Foam -00 Tile A lications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the applications- Maximum Design Pressure is the result of testing for wind lead resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.8 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.5.4.1 Maximum Design Pressure Deck:. Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTIV3 D41 Underlayment: Tri -Built S/A HT TU Underiayrnent, self -adhered. 5.7 Exposure Limitations: 5.7.1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT 5/A Underlayment shall not be left exposed for longer than 3C -days after instailation 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180-day5 after installation. 6- INSTALLATION, 6-1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 5.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri -Bunt Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU UnderlayMent or Tri -Built Smooth HT S/A Underlayment: 5.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC sections 1507 for the type of prepared roof covering to be installed. 63.2 Nan -Tile a lications: While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below. Ali over -grannie end -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes above 5.12, Allied Building Products Corp recommends back -nailing in the overlap areaat the top of the sheet at 12 -inch o.e. For Valleys and Ridges; Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 5.33 Tile Applications Tri -Built S/A HT TU Underly menti only): Reference is made to FRSA/TRI April 2012 (04-12) installatior, Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to :the underlayment. Exterior Research and Design, LLC. Evaluation Report A42960 -10.12-R3 Cer !fknte of Authorftorlan #9503 FL1604&R3 Revision 3: 10/08/2015 Page 4 of 5 TRINITY ERD BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in artier to properly evaluate the installation or this product. 8. MANUFACTURING PLANTS: Contact the noted Qhs agency for information ars product locations covered for F.A.C. Rule 9N-3 tom, requirements. 9. QUAOTY ASSi1RANCE ENTITY: JL, LLC — QUA9625; (314) 578-3406; k.chancelloripus.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC, Evaluation Report A4Z96a.10.12-83 Certificade of Authositotion #4503 FL16048-R3 Revision 3:1010817015 Page 5 of 5 b'r 4 Product Approval f USER: Public User rI-Al, At Ap -oun1. � > RL-� „:..b' > > Application Detail FL 9 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Em a ii Authorized Signature Technical Representative Address/Phone/Email (duality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL18355-R2 Revision 2014 Approved TAMKO Building Products, Inc. PO Box 1404 Joplin, MQ 64802 (417) 624-6644 Ext 2.305 kerri_eden 9tamko.com Kerr! Eden kerri_eden@tamko.com Roofing Asphalt Shingles Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74621 UC LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received FL U53 t :E' 61"150 j =Br,: 201s Pr3S' iE_uation Re[.q Shrnc�IPs.c�ai __ Standard YQar ASTM D 3161 2009 ASTM 0 346e 2009 ASTMD D 7158 2008 TAS 100 1995 Y Lug ep opxs Submit Surcha BCiS Home E In User R stration Hat Y rge Scats R. Facts Publications FBC Staff BUS Site to Map Links Search b'r 4 Product Approval f USER: Public User rI-Al, At Ap -oun1. � > RL-� „:..b' > > Application Detail FL 9 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Em a ii Authorized Signature Technical Representative Address/Phone/Email (duality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL18355-R2 Revision 2014 Approved TAMKO Building Products, Inc. PO Box 1404 Joplin, MQ 64802 (417) 624-6644 Ext 2.305 kerri_eden 9tamko.com Kerr! Eden kerri_eden@tamko.com Roofing Asphalt Shingles Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74621 UC LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received FL U53 t :E' 61"150 j =Br,: 201s Pr3S' iE_uation Re[.q Shrnc�IPs.c�ai __ Standard YQar ASTM D 3161 2009 ASTM 0 346e 2009 ASTMD D 7158 2008 TAS 100 1995 Product Approvai Method Method 1 Dption D Date Submitted 1211612015 Date Validated 12/1812015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 SUmmary of Produr-kc Contact Us 7601 Blair Ston Road. Tallahassee FL 32,399 Phone; 850-487-187.4 The Slate of Florida i an AivEEO employer. ronyrinht 2007-2013 State of Florida. ;; prwary Smtement :: Acc-essibiliry S�wemert :: Refund Statement Under Florida law, email addresses are public records. If you do not want "or e-mail address released in re5pmn a to a pubic -records request, do not send electronic :.1aii to this entity. Instead, contact the Oftree by phare or by tlad7eonal mail. If you have any questions, please contact 850.487.1395. -pursuant to Section, 455.2.75 i1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the 09parfinent with an email addressif they have one. The ¢mads provided may be used for oYlcidl stmnmunication with the dicsnsee, However email addresses are public record. If you do not wish to supply a Rersanal address, please pravlde the Department with an emacs address which can be made available to the public. To derermine if you are a licensee under Chapter ^�55, F. 5., please click Pere . Product �A�npy+ppp�;roval Adts: ep Credit Card Safe FL Model, Number or Flame Description 18355.1 Glass -Seal, Elite Gtass-Seal, Heritage, Heritage Premium, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage WDodgate, Heritage Vintage, Hip and Ridge, and vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 4 Impact Resistant; N/A Design Pressure: N/A Other: See evaluation report for limits of use. 1, . "�, .__ lI,; Pl: i_31'E S'ti'dII..2l�Ep'Y I _t,1 ;; , L ,. Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports I r(;�11CIY[ tiili flf 11 (?S.pdi Created by Independent Third Party: Yes Contact Us 7601 Blair Ston Road. Tallahassee FL 32,399 Phone; 850-487-187.4 The Slate of Florida i an AivEEO employer. ronyrinht 2007-2013 State of Florida. ;; prwary Smtement :: Acc-essibiliry S�wemert :: Refund Statement Under Florida law, email addresses are public records. If you do not want "or e-mail address released in re5pmn a to a pubic -records request, do not send electronic :.1aii to this entity. Instead, contact the Oftree by phare or by tlad7eonal mail. If you have any questions, please contact 850.487.1395. -pursuant to Section, 455.2.75 i1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the 09parfinent with an email addressif they have one. The ¢mads provided may be used for oYlcidl stmnmunication with the dicsnsee, However email addresses are public record. If you do not wish to supply a Rersanal address, please pravlde the Department with an emacs address which can be made available to the public. To derermine if you are a licensee under Chapter ^�55, F. 5., please click Pere . Product �A�npy+ppp�;roval Adts: ep Credit Card Safe Certificate of Authorization No. 29824 (W'O'l R E E K17520 Edinburgh Dr Tampa, FL33647 T cHNIC L.ERVICE' , Lw (813) 480-3421 EVALUATION REPORT FLOPJDA BUILDING CODF- ST" EDITION (2014) Manufacturer: TAIVK0 BUILDING PRODUCTS Issued December 14, 21715 PRI Construction Materials Technologies (TST5878) 220 West 4"4 Street TAS 100 Joplin, MO 64801 PRI Construction Materials Technologies (TST5878) (417) 624-6644 Manjafacturing P iants: Joplin, MC) PRI Construction Materials Technologies (TST5878) Philiipsbuic, KS TAS 100 Frederick, MD PRI Construction Materials Technologies (TST5878) Dallas, TX TAS 100 Tuscaloosa. AL Quality Assurance: UL LLC (QUA9625) SCOPE 1995 Category. Roofing Subcategory: Asphalt Shingles Code Sections: 1547.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physeal properties, Wind Resistance, Wind Driven Rain REFERENCES TAP -165-02-01 Entitv Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (T ST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRE Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRE Construction Materials Technologies (TST5878) TAP -343-02-01 TAS 100 1995 PRI Construction Materials Technologies {TST5878) TAP -307-02-01 TAS 100 1995 PRI Cunsiruction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TRS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6331 2008(2013)e1 PRI Construction Materials Technologies (T5T5875) TAP -317-€12-01 T.AS 100 1995 UL LLC (TST962B) 02NK9507 ASTM D 3161 2049 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTNT D 7158 20084 UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 08CA59132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07895 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 10CA50498 ASTM D 3462 2009 UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 UL LLC (TST9628) 11N K14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4187043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTiw1 D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid - This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addfessed herein. %y TAMKO BUILDING PRODUCTS Asphalt Shingle. ,;...i' `' ECIHf*ttCAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal®R 12-114" x 36", ASTM 0 3161, Class F and ASTM 1) 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick & as shingle with fiberglass mat coated on bath sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 7158, Class H seif-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462_ Shingles shall be used :n the non-HVHZ only. Heritage@ 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced. laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage°@ Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36". ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462, HeritageO Vintage(D 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced. (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114' x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. VintageU Hip and Ridge 12" x 12'°, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15t701,2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 'TECHNICAL SERVICES. LLC INSTALLATION TAIVIKC BUILDING PRODUCTS Asphalt Shingles Elite Glass -Seal@ Basic Wind Speed (V„ EE): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (V�,d); Max. 159 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed thin. 19132 in. plywood or wood plank for Mass -Seal new construction; Min. 15132 in. plywood existing (Frederick, Joplin (Nan- construction. HVHZ) & Tuscaloosa) Ceck (Mon-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. eJSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions whey, installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-118 irsch exposure In accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVI-17): Instalied with 5-118-00 exposure in accordance with FE3C requirements and manufacturer's published installation instructions. Shingles shalt be attached using either `4 Nail Pattern" or'T Nail Vattern" detailed below. Nailing Area Nailing Area SFA t. Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Mail Pattern (Non-HVHZ only) NAILS 1" _..............._.................. . ----- -- - --------------- -70 5-1/81, 81, Butt Edge Figure 2. Elite Glass -Seat & Glass -Seal 6 N'a'il Pattern TBP15001.2 FL18355-R2 Page 3 of 11 This evaluaticn report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKTAMA KO BUILDING PRODUCTS Asphalt Shingles f•ECHNICA,&.:sERVICES, �.LC Heritage® Basic Wind Speed (V,,,,): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (V,sd): Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in_ plywood or wood plank for Heritage@ Prem€unt new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction. Phillipsburg & Tusea.loosa) Deck (Non-HVHZ): In accordance with FSC requirements: & Solidly sheathed min. 15132 in. plywood or wood plank for Heritage@ Woodgate new construction; Min. 7/16 in. OSB existing construction. (Dallas & Frederick) Underlayment: in accordance with FBC requirements - Min. slope: 2:12 and in accordance with FISC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Instalied with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's puhlished installation instructions - Shingles shall be attached using "6 Nal Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FEC requirements ard manufacturers published installation instructions. Shingles shall be attached using either °4 Nail Pattern" or '6 Naii Pattern" detailed below. FASTEN ERS - ],NAIL SONE COMMON BOND 6-118H 11" f - 12-1/2" -► -- 12-318" -- -- 12-112 `- 1 �---1 „ Figure 3. Heritage@, Heritage@ Premium, and Heritage@ tl4l'olodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE Z" �/BOND CC7ltl`�ION � --a ,�4 � EXPOSURE 5-5518" 1'� �: -112"-;�a- 7-1; 2'->r�t-; �:`8`�-►}!- 7-1,�'-►�i--112"--►I �--1 { Figure 4. Heritage@ 4r Heritage@ Premium 6 Mail Pattern T61`15001.2 FLt8355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. Tate manufacturer steal! notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout tate duration, for which this report !s valid. This evaival[on report does not express nor imply warranty, mstatlation, recommended use, or other product attributes that are not specifically addressed herein- i i CREEK TANIKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SEPVCES. L.LC NAIL ZONE/ COMMON BOND C Il/ls T EXPOSURE 5 51$" Figure 5. Heritage® Woodgate & Nail Pattern M PAI NT LINE, 7_78"- 12-12" Mi d_.---' 12-1;2"-->'11:1dA- -- Q Carnmon Bead FASTENERS- r I _m CD Figure 6. Heritage@, Heritageg Prerniunt, & Heritage(DWoodgate Alternate 6 Mail Pattern ACCEPTABLE FASTENER LOCATION ADO NOT FASTEN ALONG EDGE OF COMMON BOND --------:J-NAIL ZONE 4 ° l EDGE OF ff COMMON BOND EXPOSURE 5-ra/Ssr PREFERRED FASTENER LOCATION Figure 7. Heritaget (Tuscaioosa) Expanded Nail Zone (Nail patterns from Figures 3, 4, and 5 may be placed in the nail zone as described above T8F15dd1.2 FI -18355-R2 Wage 5 of "r 1 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is vaW. This evaluation report does not express nor imply warranty, installation, recommended use or athar product attributes that are not specifically addressed 'herein. CREEK TEct-lt' ICAL. SERVICES. 1„.L..0 Heritage@ Premium (Frederick) k, Basic Wind ;peed (Vjj): Basic Wind Speed Deck (HVHZ): Deck (Non-HVHZ): Underlayrnent: Min- slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO 5JILDlNG PRODUCTS Asphalt Shingles Max. 194 mph Max. 153 mph In accordance with I=BC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7116 in. CSB existing construction. In accordance with I=BC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater then 2112. . Installed w€th 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shail be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FSC requirements and manufacturer's published installation Instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Mail Pattern" detailed below. NAIL ZON ' ON BOND Figure 8. Heritage(D Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE` FASTENERS COMMON BOND 51f2" EXPO 5" Figure 9. Heritage-I®R Premium (Frederick) 6 Nail Pattern `E3P15001.2 FL1S355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G213-3. The manufacturer shall notify CREEK Technical Services, LLC of any product: changes or quality assurance changes throughout the duration for ~vhich this report is valid. This evaluation report does not express nor imply warranty, instai€ation, recommended use, or other product attributes that are not specifically addressed herein, CREEK sr ` Heritage@ Woodgate Basic Wind Speed (Voj): (Frederick) Basic Wind Speed (V�sd): Deck (Non-HVHZ): 5-1/2" L I Undedayment: Min. slope: installation (Non-HVHZ): FASTENERS TAMKC BtliLDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed mint. 15132 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance vrith FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. lnstalled with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. I" . T EXPOSURE Y Figure 10. Heritage®® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEi COMMON BOND NAIL ZONE=, FASTENERSFOS COMbION BOND 111-� � 9-1/2" �3'�9-318' 9-1(2" � 11. Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern T5P158G1.2 FL1835y-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61020-3- The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report dces not express nor imply warranty, installation., recommended use, or other product attributes that are not specifically addressed herein. fi CREEK LLC Heritage@ Vintage@ Basic Wind Speed (Vqt): (Phillipsburg) Basic Wind Speed (VQs„) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Mira- slope: Installation (HVHZ): Installation (Nan-HVHZ): TAMKO BUILD NG PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed rain. 19132 in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. in accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. installed urith 5 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail pattern” detailed below. Installed with 5 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions_ Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 12. Heritage® VintageO 5 Nall Pattern (non-HVHZ only) i,-tn."• b'a�su+e Figure 13. HeritageO Vintage 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G27-3- The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I t kCREEKTE--HNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (Vat): Max. 194 mph Basic Wind Speed (Ve�,d): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Sdidly sheathed min. 19132 in_ plywood or woad plank for new construction; Nin_ 15132 in. plywood existing construction, Deck (Nun-HVHZ): In accordance Mh FBC requirements; Solidly sheathed miry. 15132 in. plywood or wood plank for new construction; Nuri. 7116 in. OSB existing construction. Underlayment: In accordance with FBG requirements. Min. slope: 2A2 and in accordance with FBC requirements. Installation: Installed with 5-118 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The directions of the exposed end shall be away from the prevailing wind. Direction r of prevailing wind Start 5-1/8" exposulre here-- . Figure i " 1 73 'Fastener Figure 2 5 _ Fastener /4» Figure 3 Figure 14. Flip & Midge Trederick & Joplin) TBP15e01.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Toehnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TEcHNlCAL SERVICES, LLC Vintageqb Hip & Ridge (Phillipsburg) TAMKQ BUILDING PRODUCTS Asphalt Shingles Basic Wind Speed (VL;r): Max. 194 mph Basic Wind Speed (Masa): Max. 159 mph Beck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in_ plywood or woad plank for new construction; Min_ 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with I=BC requirements; Solidly sheathed rain_ 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayrnent: In accordance with FBC requirements, i`;iiin. slope: 2:12 and in accordance with FBC requirements. Instalfation_ installed with 5 inch exposure in accordance with the FSC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind, Direction of prevailing wind 0 taut 5" exposure <sss Figure 1 11, Fastener 1/ Figure 2 1 !9 + F stener 1/411 Figure 3 Figure 15. Vintage@ Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Ruie 61 G20-3. The manufacturer shall notify CREEK Tecnnical Services, LLC of any product changes or quality assurance changes throughout'he duration for which this report is valid. This evaluation report does not express nor imply warrant;, installation, recommended use, or other product attributes that are not specifically addressed herein. s r Li" -" -1 ECHNICAL SERVICES. LLC LIMITATIONS TAMKO Btu€L❑ING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FEC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure S & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. Ali fasteners in the deck shall be checked for protrusion and corrected prior to underlayrnent application, 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FEC, and the manufacturees published application instructions_ Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 616243-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer_ tR rr�,Jd�r C E r1t IPA No 74021 r STATE OF :t�j 1'0 N A L CERTIFICATION OF INDEPENDENCE 2015.12.14 Z -- 13:44:19 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated; or controlled by any company manufacturing or distributing products under this evaluation. Zachary R_ Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. EN© OF REPORT T3P15{3)1.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.